JPS5936593A - Treating device of sewage - Google Patents

Treating device of sewage

Info

Publication number
JPS5936593A
JPS5936593A JP57146029A JP14602982A JPS5936593A JP S5936593 A JPS5936593 A JP S5936593A JP 57146029 A JP57146029 A JP 57146029A JP 14602982 A JP14602982 A JP 14602982A JP S5936593 A JPS5936593 A JP S5936593A
Authority
JP
Japan
Prior art keywords
tank
pipe
air
aeration
sewage
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP57146029A
Other languages
Japanese (ja)
Other versions
JPS6210716B2 (en
Inventor
Yoshiro Nagatomo
芳郎 長友
Yasunori Saeki
佐伯 泰紀
Shoichi Shimada
嶋田 象一
Michio Kubota
道雄 窪田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SEIBU DATSUSHIYU KK
Original Assignee
SEIBU DATSUSHIYU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SEIBU DATSUSHIYU KK filed Critical SEIBU DATSUSHIYU KK
Priority to JP57146029A priority Critical patent/JPS5936593A/en
Publication of JPS5936593A publication Critical patent/JPS5936593A/en
Publication of JPS6210716B2 publication Critical patent/JPS6210716B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Biological Treatment Of Waste Water (AREA)
  • Treatment Of Biological Wastes In General (AREA)
  • Activated Sludge Processes (AREA)

Abstract

PURPOSE:To improve an aeration effect by the decontamination action of microbes by providing a solid-liquid sepn. tank constituted of a filter layer extended with pipes and nets in a bed wall and providing a settling tank in the lower part of said wall adjacent to an inflow tank and a culture tank in the upper part thereof. CONSTITUTION:The sewage introduced through an introducing pipe D into a solid-liquid sepn. tank 4 is filtered of coarse dust by means of the PVC pipes 2 and nets 3 laid in the tank and is flowed into a settling tank 5. The sludge is discharged by the air fed to an air lift device provided in the tank 5 and the sewage flowing to the upper part is introduced through a pipe C into an inflow tank 7 and is flowed by the operation of a pump 8 through a pipe 9 into a fore stage aeration tank 10. Air from a pipe 22 is ejected from an air ejection cylinder, by which the sewage is aerated and th BOD therein is decreased. The sewage flows into a flow regulating cylinder 16, and the supernatant liquid flows through a flow pipe 15 into a culture tank 23 where the sewage is aerated by air.

Description

【発明の詳細な説明】 本発明は養豚場等で発生する汚水処理の装置に係る。従
来汚水処理は一般的に活性汚泥法の装置で処理されてい
るがそのほとんどが満足に機能せず浄化効果が良好でな
かった。この点を解決するため本発明は自然界の細菌微
生物の浄化作用を利用し曝気効率を最大限に利用できる
小型の装置に構成した汚水処理装置を提案する。本発明
の実施例を図によって説明するに、楡lの側壁に導入溝
1′を設は内側床壁にビニルパイプ2を敷並べその上に
厚手の耐触性のネット3を張りつめてろ渦層を構成した
固液分離槽4を二槽設け、固液分離槽4の側壁ムの下部
に流出口Bを設け、流出口Bに接続して沈澱槽5を設け
、沈澱槽5内には公知のエアリフト装置6を設け、エア
リフト装置6の下部に空気パイプWを臨ませ、沈#15
に接して流入槽7を設け、沈#槽5と流入1vi/7に
は流入パイプ0を設け、流入槽7にポンプ8を′Mf1
vシ、ポンプ8に取り付けたパイプ9を前段曝気検知に
接続し1111段曝気4111110の内部中心に沈澱
4wuを施設し沈澱槽11の下部周辺に等間隔に枠台k
を三ケ所設けて空気噴出筒℃を取り付け、沈澱槽内の上
部に越流ノツチ凰を設けて流出パイプ止を取り付け、沈
澱捕■内部の中央に整流s16を設け、整流筒正の中央
上部に出口を上向きに流通パイプgを設け、前段曝気t
l111Dに瞬接して施設した送風機正より前段曝気槽
■の上部縁下の外側に設けたパイプPに送風パイプ加を
取り付け、パイプ汐に槽内パイプ4を収り付けて空気噴
出筒葛に連結し、沈澱槽■の底部には外部に汚泥を排出
する汚泥排出パイプ氏を設ける。@養mるを設け、培養
検出と前段曝気N10とは流通パイプ止を設けて連通し
、培養槽2の底部に空気吸入パイプ&を取り付けたエア
ポンプゐを設け、培養4v83と曝気槽あの間に薬液注
入ポンプiを施設し、ポンプdに取り付けたパイプ出を
分岐して培養槽る、前段曝気楡迫及び曝気槽おの水面上
に引き込み、曝気槽あの内部に江澱楡汐を設け、沈ta
檜汐の内部の中央にM流筒田を設け、曝気槽部内の整流
筒の内に培養槽るより流入パイプ社を連通して取り付け
、沈111!′#1g9の上部に越流ノツチ蕊を取り付
け、曝気411!yaIの水平位の壁に排水バイプエを
取り付け、沈III!槽汐の底部に汚泥排出パイプ部を
設け、曝気槽おの上辺縁外側に設けたバイブ出に送風パ
イプ加を取り付け、沈綾楡汐の下部周辺に等#Jlに枠
台νを三箇所設けて空気噴出筒易を取り付け、空気噴出
筒易には槽内パイプ加を取り付ける。図中りは汚水導入
パイプ、Eは樺水パイプ、7Gは支枠である。以上の様
に構成したので汚水導入の管りより固液分離槽に導入さ
れた汚水は敷き並べたビニールパイプ2とネット3によ
り粗大ゴミがろ過されて流出口より沈澱41V 5に流
入し、沈澱槽す内に設けたエアリフト装置に送られる空
気で汚泥は排出され、上部に上がった汚水は流入+1!
y7内にパイプ0にて導入されてポンプ8の作動により
ポンプ8に取り付けたパイプ9をへて前段曝気榴迫に流
入されパイプ&より送入される空気が空気噴出筒あより
噴出して曝気槽内の汚水は曝気されてBODが低下し、
U%された汚水はパイプより整流W116内に流入して
汚泥は沈下して汚泥排出パイプ恩より排水し、」1液は
沈澱fl[1lllに設けた越流ノツチ凰に取り付は流
通パイプ止で培養槽5に流入し、設けたエアポンプで空
気が供給され、エアポンプより噴出される水と空気によ
り曝気され自然発生の好気性菌の増加とかくはんの効果
により発生する水泡を減少させるための薬剤をパイプ出
で注入して水泡を減少させた汚水は流入パイプ社より曝
気槽お内の整流41#艶内に流入し、培養検出で未消化
物のある汚水中の泥土は沈下して汚泥排出パイプ渇より
排出され上澄水は越流ノツチ蕊よりiaS内に流出して
rIJt出筒出より噴出する空気により曝気して未消化
のある汚水をさらに消化し菌の均一化を計り安定化させ
られるのでこの浄化の過程に於いて固液分離槽を通過直
後の汚水はBOD値3100 PPm、 8B値760
PPmが本発明の装置によりBOI)値19PPm、1
38値40PPmを示す浄化効果がある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an apparatus for treating sewage generated in pig farms and the like. Conventionally, sewage treatment has generally been carried out using activated sludge method equipment, but most of them did not function satisfactorily and the purification effect was not good. In order to solve this problem, the present invention proposes a sewage treatment device constructed into a compact device that utilizes the purifying action of natural bacterial microorganisms and can maximize the aeration efficiency. An embodiment of the present invention will be explained with reference to the drawings. An introduction groove 1' is formed on the side wall of the elm, a vinyl pipe 2 is laid on the inner floor wall, and a thick anti-corrosion net 3 is stretched over it to form a filter vortex layer. Two solid-liquid separation tanks 4 are provided, an outlet B is provided at the bottom of the side wall of the solid-liquid separation tank 4, and a settling tank 5 is provided connected to the outflow port B. An air lift device 6 is installed, and the air pipe W is exposed to the bottom of the air lift device 6, and a
An inflow tank 7 is provided in contact with the settling tank 5 and the inflow 1vi/7, an inflow pipe 0 is provided in the inflow tank 5, and a pump 8 is connected to the inflow tank 7.
Connect the pipe 9 attached to the pump 8 to the previous stage aeration detection, install the sedimentation 4wu in the center of the 1111st stage aeration 4111110, and install the frame k at equal intervals around the bottom of the sedimentation tank 11.
Attach an air blowout tube at three locations, install an overflow notch in the upper part of the sedimentation tank and attach an outflow pipe stop, install a rectifier S16 in the center of the inside of the sedimentation tank, and install a rectifier S16 in the center of the rectifier tube. A flow pipe g is installed with the outlet facing upward, and the first stage aeration is
Attach the blower pipe addition to the pipe P installed outside the upper edge of the front aeration tank ■ than the blower installed in instant contact with l111D, fit the pipe 4 inside the tank to the pipe and connect it to the air jet tube. A sludge discharge pipe will be installed at the bottom of the sedimentation tank to discharge the sludge to the outside. @Culture is installed, culture detection and pre-stage aeration N10 are connected by installing a flow pipe stop, an air pump with an air suction pipe & is installed at the bottom of culture tank 2, and between culture tank 4v83 and aeration tank. Install the chemical injection pump i, branch the pipe attached to the pump d, and draw it into the culture tank and above the water surface of the aeration tank. ta
Set up an M-flow pipe in the center of the inside of the cypress, and connect the inflow pipe from the culture tank to the rectifier cylinder in the aeration tank, and sink 111! 'Attach an overflow notch to the top of #1g9 and aerate 411! Attach the drainage pipe to the horizontal wall of yaI and sink III! A sludge discharge pipe is installed at the bottom of the tank, a blower pipe is attached to the vibrator outlet provided on the outside of the upper edge of the aeration tank, and a frame ν is installed at three locations around the bottom of the aeration tank to drain the air. Attach the blowout tube and attach the tank pipe addition to the air blowout tube. In the diagram, the sewage inlet pipe is shown, E is the birch water pipe, and 7G is the support frame. With the above configuration, the sewage introduced into the solid-liquid separation tank from the sewage introduction pipe is filtered for bulky waste by the vinyl pipes 2 and nets 3, and flows into the sediment 41V 5 from the outlet, where it is precipitated. The sludge is discharged by the air sent to the air lift device installed in the tank, and the sewage that rises to the top flows in +1!
Air is introduced into Y7 through pipe 0, and when pump 8 is activated, it flows through pipe 9 attached to pump 8 and into the front aeration tank. The wastewater in the tank is aerated and the BOD decreases.
The U% sewage flows into the rectifier W116 from the pipe, and the sludge settles and is drained from the sludge discharge pipe. Flows into the culture tank 5, air is supplied by the air pump provided, and the agent is aerated by the water and air jetted out from the air pump to increase naturally occurring aerobic bacteria and reduce blisters that occur due to the effect of stirring. The sewage that has been injected from the pipe outlet to reduce blisters flows from the inflow pipe into the rectifier 41# of the aeration tank, and the muddy soil in the sewage containing undigested matter that is detected by culture sinks and is discharged as sludge. The supernatant water discharged from the pipe drain flows into the iaS from the overflow notch and is aerated with the air blown out from the rIJt vent, further digesting the undigested wastewater and stabilizing it by homogenizing the bacteria. Therefore, in this purification process, the wastewater immediately after passing through the solid-liquid separation tank has a BOD value of 3100 PPm and an 8B value of 760.
PPm is BOI) value 19PPm, 1 by the device of the present invention.
It has a purifying effect showing 38 value of 40PPm.

【図面の簡単な説明】[Brief explanation of drawings]

図は本発明の実施例を示すもので、第1図は平面図、第
2図は固液分離槽の側面部分断面図、第3図はアーア、
イーイの縦断面図である。 特1t1’出願人 西部ダッシェ株・式会社代表取締役
  四 元  安三部
The figures show an embodiment of the present invention, in which Fig. 1 is a plan view, Fig. 2 is a side partial sectional view of a solid-liquid separation tank, and Fig. 3 is a
FIG. Special 1t1' Applicant: Seibu Dashé Co., Ltd. Representative Director Yomoto Yasuzobu

Claims (1)

【特許請求の範囲】[Claims] 図に示す様に床壁にパイプとネットを張りつめてろ渦層
を構成した固液分[槽4を設け、固液分離槽の壁Aの下
部に流出口Bを設は流出口Bに接して沈澱槽5を設け、
沈澱槽5内にエアリフトポンプ6を設は下部に空気パイ
プ加を臨ませ、沈澱M5に接して流入槽7を設け、沈澱
槽5と流入槽7にはパイプCを取り付け、流入槽7にポ
ンプ8を施設しポンプ8に取り刊けたパイプ9を前段曝
気槽Iに接続し、前段曝気槽℃内に沈澱摺ユを設け、沈
澱槽U内に整流筒あを設け、パイプgを整流筒正向に臨
まし、沈澱槽nの下部に汚泥排出パイプ氏を設け、前段
曝気検測の上部縁下の外側にパイプνを設けて送風パイ
プ田と槽内パイプ&を取り付け、槽内バイブこの先端に
は空気噴出筒葛を枠台犯に取り付け、沈澱槽■の上部に
越流ノツチ且を設けて流出パイプ止を取り付は培養槽δ
に接続し、培養槽る内の底部に空気吸入パイプ恩を取り
゛付けたエアポンプ部を設け、薬液注入機に取り付けた
パイプJを培養41#b内と前段曝気槽η、及び曝気槽
お内に引込み、曝気槽δ内に沈澱榴汐を設けて下部に汚
泥排出パイプIを設は上部縁内側に越流ノツチ駁を設け
て流出パイプ!を取り付け、内部に整流筒田を設け、流
入パイプ泣を培養槽るより整流筒艶内に臨まして取り付
け、パイプるを曝気槽あ上部迄引込み、曝気槽おの上辺
縁外側にパイプあを設は送風パイプ田を取り付けて槽内
に引込み、先端に空気噴出筒$を枠台gに取り付け、−
気〜おの上辺に流出パイプ翼を取り付けた家畜ふん尿等
の有機性廃液を処理できることを特徴とする汚水処理装
置。
As shown in the figure, a solid-liquid separation tank 4 is provided, and an outlet B is provided at the bottom of the wall A of the solid-liquid separation tank, and the outlet B is in contact with the outlet B. A settling tank 5 is provided,
An air lift pump 6 is installed in the sedimentation tank 5, with an air pipe facing the bottom, an inflow tank 7 is provided in contact with the sediment M5, a pipe C is attached to the sedimentation tank 5 and the inflow tank 7, and a pump is installed in the inflow tank 7. 8 and connected to the pump 8, a pipe 9 is connected to the front aeration tank I, a settling tank is installed in the front aeration tank, a rectifying tube is installed in the settling tank U, and a pipe g is connected to the straightening tube. Facing the direction, install a sludge discharge pipe at the bottom of the sedimentation tank, install a pipe ν on the outside under the upper edge of the front aeration test, attach the ventilation pipe and the tank pipe &, and connect the tank vibrator to the tip of this pipe. Attach an air jet tube to the frame frame, provide an overflow notch at the top of the sedimentation tank ■, and attach an outflow pipe stop to the culture tank δ.
An air pump section with an air suction pipe attached is installed at the bottom of the culture tank, and the pipe J attached to the chemical injection machine is connected to the culture tank 41#b, the front aeration tank η, and the inside of the aeration tank. A settling tank is installed in the aeration tank δ, and a sludge discharge pipe I is installed at the bottom.An overflow notch is installed inside the upper edge of the outflow pipe. Install the pipe, set up a rectifier inside, install the inflow pipe so that it faces inside the rectifier than the culture tank, pull the pipe to the top of the aeration tank, and install a pipe on the outside of the upper edge of the aeration tank. Attach a blower pipe and pull it into the tank, attach an air jet cylinder at the tip to the frame g, and -
This sewage treatment equipment is characterized by being capable of treating organic waste liquid such as livestock manure, which has an outflow pipe blade attached to the top of the air tank.
JP57146029A 1982-08-21 1982-08-21 Treating device of sewage Granted JPS5936593A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57146029A JPS5936593A (en) 1982-08-21 1982-08-21 Treating device of sewage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57146029A JPS5936593A (en) 1982-08-21 1982-08-21 Treating device of sewage

Publications (2)

Publication Number Publication Date
JPS5936593A true JPS5936593A (en) 1984-02-28
JPS6210716B2 JPS6210716B2 (en) 1987-03-07

Family

ID=15398491

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57146029A Granted JPS5936593A (en) 1982-08-21 1982-08-21 Treating device of sewage

Country Status (1)

Country Link
JP (1) JPS5936593A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0312722U (en) * 1989-06-23 1991-02-08

Also Published As

Publication number Publication date
JPS6210716B2 (en) 1987-03-07

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